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Publicité

Aslan S. Hokmabadi

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Sharari, Noor / Fatahi, Behzad / Hokmabadi, Aslan S. / Xu, Ruoshi (2022): Impacts of Pile Foundation Arrangement on Seismic Response of LNG Tanks Considering Soil–Foundation–Structure Interaction. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 36, n. 1 (février 2022).

    https://doi.org/10.1061/(asce)cf.1943-5509.0001689

  2. Hokmabadi, Aslan S. / Fatahi, Behzad / Samali, Bijan (2015): Physical Modeling of Seismic Soil-Pile-Structure Interaction for Buildings on Soft Soils. Dans: International Journal of Geomechanics, v. 15, n. 2 (avril 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000396

  3. Nguyen, Quoc Van / Fatahi, Behzad / Hokmabadi, Aslan S. (2017): Influence of Size and Load-Bearing Mechanism of Piles on Seismic Performance of Buildings Considering Soil–Pile–Structure Interaction. Dans: International Journal of Geomechanics, v. 17, n. 7 (juillet 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000869

  4. Hokmabadi, Aslan S. / Leung, Erin H. Y. / Pappin, Jack W. (2019): Soil inertial factors for seismic bearing capacity. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 172, n. 1 (février 2019).

    https://doi.org/10.1680/jgeen.17.00194

  5. Nguyen, Quoc Van / Fatahi, Behzad / Hokmabadi, Aslan S. (2016): The effects of foundation size on the seismic performance of buildings considering the soil-foundation-structure interaction. Dans: Structural Engineering and Mechanics, v. 58, n. 6 (juin 2016).

    https://doi.org/10.12989/sem.2016.58.6.1045

  6. Hokmabadi, Aslan S. / Fatahi, Behzad (2016): Influence of Foundation Type on Seismic Performance of Buildings Considering Soil–Structure Interaction. Dans: International Journal of Structural Stability and Dynamics, v. 16, n. 8 (août 2016).

    https://doi.org/10.1142/s0219455415500431

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